AbstractAbout AuthorsReferences
The methodology of computational analysis of endurance of structural systems of buildings constructed of industrially manufactured reinforced concrete panel-frame elements is pre- sented. It is shown that, when calculating and designing bearing elements and nodes of the building frame according to the secondary calculation scheme after breakdown one of the bearing elements, the coefficient of dynamic additional loading should be taken into account. Examples of structural solutions of nodes and joints of panel-frame elements and floor slabs for reducing the probability of progressive collapse of the building under emergency impacts are presented.
S.G. EMELIANOV, Councellor of RAASN, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
N.V. FEDOROVA, Councellor of RAASN, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
V.I. KOLCHUNOV, Academician of RAASN, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
N.V. FEDOROVA, Councellor of RAASN, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
V.I. KOLCHUNOV, Academician of RAASN, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.)
Southwest State University (94, 50-let Oktyabrya Street, 305040, Kursk, Russian Federation)
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14. Patent RF 289779. Platformennyi sborno-monolitnyi styk [The platform prefabricated monolithic joint]. Kolchu- nov V.I., Klyueva N.V., Filatova S.A., Martynen- ko D.V. Pablished 10.07.2016. Bulletin No. 19. (In Russian)
2. Kolchunov V.I., Emel’yanov S.G. Questions billing analysis and protection of large buildings against progressive collapse. Zhilishchnoe Stroitel’stvo [Housing Сonstruc- tion]. 2016. No. 10, pp. 17–21. (In Russian).
3. Kodysh E.N., Trekin N.N., Chesnokov D.A. Protection of high-rise buildings from the progressive collapse. Promyshlennoe i gragdanskoe stroitelstvo. 2016. No. 6, pp. 12–15. (In Russian).
4. Shapiro G.I., Gasanov A.A., Yur’ev R.V. The calculation of buildings and structures in MNIITEP. Promyshlennoe i gragdanskoe stroitelstvo. 2007. No. 6, pp. 31–33. (In Russian).
5. Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, 1801 Alexander Bell Drive Reston, Virginia 20191, 2010, 658 p.
6. Evrokod 1. Vozdeistviya na konstruktsii, chast’ 1–7. Obshchie vozdeistviya. Osobye vozdeistviya, Belorusskaya redaktsiya. Minsk. 2010, 67 p.
7. Code of practice for the use of masonry, the Standards Policy and Strategy Committee, 2005. 80 p.
8. Geniev G.A. Prochnost’ i deformativnost’ zhelezobetonnykh konstruktsii pri zaproektnykh vozdeistviyakh [The strength and deformability of reinforced concrete structures under beyond design impacts]: Nauchnoe izdanie. Moscow: ASV, 2004. 216 p.
9. Kolchunov V.I., Androsova N.B., Klyueva N.V., Bukhtiyarova A.S. Zhivuchest’ zdanii i sooruzhenii pri zaproektnykh vozdeistviyakh [Vitality buildings at beyond design impacts] Moscow: ASV, 2014. 208 p.
10. STO 008-02495342–2009. Predotvrashchenie progressiruyushchego obrusheniya zhelezobetonnykh monolitnykh konstruktsii zdanii [Prevention of progressive collapse of reinforced concrete monolithic constructions of buildings] Moscow: TsNIIPromzdanii, 2009. 23 p. (In Russian).
11. Rekomendatsii po zashchite zhilykh karkasnykh zdanii pri chrezvychainykh situatsiyakh, [Advice on protection of residential frame buildings in emergencies] MNIITEP, 2002. 16 p. (In Russian).
12. Rekomendatsii po zashchite monolitnykh zhilykh zdanii ot progressiruyushchego obrusheniya, [Advice on protection monolithic apartment buildings from the progressive collapse] MNIITEP, 2005. 76 p. (In Russian).
13. Rekomendatsii po predotvrashcheniyu progressiruyushchikh obrushenii krupnopanel’nykh zdanii, [Recommendations to prevent progressive collapse of large buildings] Nits Stadio., 1999. 35 p. (In Russian).
14. Patent RF 289779. Platformennyi sborno-monolitnyi styk [The platform prefabricated monolithic joint]. Kolchu- nov V.I., Klyueva N.V., Filatova S.A., Martynen- ko D.V. Pablished 10.07.2016. Bulletin No. 19. (In Russian)
For citation: Emelianov S.G., Fedorova N.V., Kolchunov V.I. Design peculiarities of nodes of residential and public buildings’ structures made of panel-frame elements for protection against progressive collapse. Stroitel’nye Materialy [Construction materials]. 2017. No. 3, pp. 23–26. DOI: https://doi.org/10.31659/0585-430X-2017-746-3-23-26. (In Russian).